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Stonecutters and Sutong Bridge have pushed the world record for main span length of cable-stayed bridges to over 1000m.
The example suspension bridge is the Jiang Yin Bridge with a main span length of 1385 m built in China.
A long span steel arch bridge with a main span length of 550 m built in China is considered as an illustrative example.
Numerical analyses are then performed on the three-dimensional finite element model of a suspension bridge with a main span length of 1490 m.
Using the Lupu Bridge with a main span length of 550-m as an example, this paper investigates the wind-induced load capacity of a long-span steel arch bridge during two construction stages I and II.
An extensive parametric analysis is proposed to address the influence of the main span length, the tower geometry, the cable-system arrangement, the width and height of the deck and the soil conditions.
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This paper presents the results from earthquake performance assessment and retrofit investigations for Fatih Sultan Mehmet and Bosporus suspension bridges, with main span lengths of 1090 and 1074 m in Istanbul.
Given standard spans are usually smaller than 100 m, special spans can be divided into two categories by the length of main span: medium length (100 200 m) and large length (200 500 m).
By the late 1980s, three suspension bridges (the Golden Gate, in San Francisco, the Verrazano-Narrows, in New York City, and the Humber Bridge, near Hull, England) had main-span lengths of more than 4,000 feet (1,200 metres).
This article aims to investigate the main geometrical (height and span length) parameters in interceptors.
The bridge was, on its completion, the longest cable-stayed bridge in the world by the length of main span, but has since lost the title.
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